RE-E-TENDER CMLRRP Karikuzhi Ela - Valiyavila Culvert Construction

Amount

side wall

3.13.5.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. <br> Marshy soil - Mechanical Means<br>

2.4.2.B : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means<br>

2.4.4.D : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Stone Masonry - Dry rubble masonry<br>

od932128/2020_2021 : RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.&lt;br&gt;

od932129/2020_2021 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end

od932130/2020_2021 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

od932162/2020_2021 : Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete

od932131/2020_2021 : Pumping or bailing out water and removing slush etc by using pump set including cost of labour or hire charges of pumpset etc complete

12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

12.8.E.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

od932290/2020_2021 : Construction of plain cement concrete pavement thickness as per design over a&lt;br&gt;prepared subgrade/subbase with 43 gradecement or any other type as per clause 1501.2.2 m 20 (grade)&lt;br&gt;coarse and fine aggregate confirming toIS383 maximum size of coarse aggregate not exeeding 25mm mixed&lt;br&gt;in a concrete mixer of not less than0.2 cum capacity and appropriate weight batcher using approved mix&lt;br&gt;design laid in approved fixed sideformwork (steel channel ,wedges,steel plate including levelling the&lt;br&gt;formwork as per drawing) spreadingthe concrete with showels,rakes,compacted using needle vibrators and&lt;br&gt;finished in continuous operationincluding provision of contraction and expansion ,construction joints&lt;br&gt;,curing of concrete slabs for 14 dayswith water finishing to lines and grade as per drawing and tecnical&lt;br&gt;specifications clause 1501(excludingformwork)&lt;br&gt;

8.5 : Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

od932297/2020_2021 : Filling with contractor&apos;s own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

od932294/2020_2021 : Dry Rubble masonry with bond stone up to 3m ht

od932300/2020_2021 : Dry Rubble masonry with departmental rubble up to 3m ht

od932133/2020_2021 : Labour engauged for removing the waste material and clearing the site

Bidder Name

MOHANLAL. D